Webinar on Vibration Serviceability of Floors with Cold-Formed Steel Framing

Continuing Education Credits Available – 1.5 PDH Credits

Last year alone the CFSEI Hotline responded to over 4,800 inquires. These inquires cover the gamut of cold-formed steel applications. Because these questions often are beyond the scope of a design standard engineering judgement is needed. Roger will review a few of the Hotline topics with a focus on employing engineering principals to solve everyday design considerations. Topics to be addressed are:

• Should loose straps be a concern?
• Does gypsum between the steel plies impact the screw connection strength?
• For the single-side strap brace, what are the implications for the design of the boundary post?
• How does one design a shear wall for force transfer around openings?
• What wind loading drift limits are appropriate for mid-rise structures?

Presenter: Roger LaBoube, Ph.D., P.E.
Wei-Wen Yu Center for Cold-Formed Steel Structures

Roger LaBoube, Ph.D., P.E. is Curator’s Distinguished Teaching Professor Emeritus of Civil, Architectural and Environmental Engineering and Director of the Wei-Wen Yu Center for Cold-Formed Steel Structures at the Missouri University of Science & Technology (formerly University of Missouri-Rolla). Dr. LaBoube holds B.S., M.S., and Ph.D. degrees in Civil Engineering from the University of Missouri-Rolla. Dr. LaBoube has an extensive background in the design and behavior of cold-formed steel structures. His research and design activities have touched on many facets of cold-formed steel construction including cold-formed steel beams, panels, trusses, headers, and wall studs as well as bolt, weld, and screw connections. He is active in several professional organizations and societies, including membership on the American Iron and Steel Institute’s Committee on Specifications for the Design of Cold-Formed Steel Structural Members and chairman of the AISI Committee on Framing Standards. He is a registered Professional Engineer in Missouri.

In order to receive credit for this course, you must complete the quiz at the end and pass with at least 80% for a certificate to be generated automatically

Continuing Education Credits Available – 1.5 PDH Credits

What can be done when a structural member requires a high-load capacity? The common solution is to design a built-up profile consisting of two or more cold-formed steel (CFS) framing sections. Built-up profiles use common CFS framing members, such as shear wall boundary studs, floor joists, stud packs and headers. This webinar will review the applicable AISI S100, North American Specification for the Design of Cold-Formed Steel Structural Members and AISI S240, North American Standard for Cold-Formed Steel Structural Framing design provisions for two types of built-up profiles — built-up compression members and built-up flexural members. The webinar will review the member limit states of global buckling, local buckling and distortional buckling. It will also provide guidance for achieving adequate interconnection of the individual profiles.

Presenter: Roger LaBoube, Ph.D., P.E., Cold-Formed Steel Engineers Institute

Dr. Roger A. LaBoube is Curator’s Distinguished Teaching Professor Emeritus of Civil, Architectural and Environmental Engineering and former director of the Wei-Wen Yu Center for Cold-Formed Steel Structures at the Missouri University of Science & Technology. Dr. LaBoube holds B.S., M.S., and Ph.D. degrees in Civil Engineering from the University of Missouri-Rolla. He has an extensive background in the design and behavior of cold-formed steel structures. His research and design activities have touched on many facets of cold-formed steel construction, including cold-formed steel beams, panels, trusses, headers, and wall studs as well as bolt, weld, and screw connections. Dr. LaBoube is active in several professional organizations and societies. He serves as chairman of the American Iron and Steel Institute Committee on Framing Standards and is an emeritus member of the AISI Committee on Specifications for the Design of Cold-Formed Steel Structural Members. He is a registered professional engineer in Missouri.

In order to receive credit for this course, you must complete the quiz at the end and pass with at least 80% for a certificate to be generated automatically

Price: $100

Continuing Education Credits Available – 1.5 PDH Credits

Cold-formed steel (CFS) framed floor systems used to be simple and straightforward: joists at 16” or 24” on center aligned over wall studs with the joists braced with blocking/strapping every few feet, all topped with plywood or pan deck and concrete.  But now the rules have changed.  With the advent of ledger framing and load distribution members and composite CFS floor systems, we are seeing true innovation in floor framing, as well as how floors are built/supported/topped. With new products being developed at a rapid pace, engineers have to keep up with the latest to select economical and lightweight systems that can now compete with the efficiencies of open-web bar joist and composite deck systems.  This session will provide an overview of several CFS floor framing systems and methodologies that are starting to win back floor framing from other materials, and other potential efficiencies that can be gained from the inherent versatility and constructability of CFS floor framing.

After attending this presentation, participants will be able to:

• Design and detail joist and truss support systems that obviate alignment framing and provide more flexibility for field fixes and bearing wall openings.
• Evaluate a wide variety floor topping materials that provide joist bracing, diaphragm strength, and gravity load support.
• Consider options with wider spaced joists or trusses: using the span capabilities of steel deck or steel-and-concrete systems.
• Consider composite design with CFS and concrete systems: both deck and joists and combinations of these.
• Know where to go for additional resources on floor issues.

Presenter: Don Allen, P.E., Super Stud Building Products, Inc.

Don Allen, P.E. currently serves as Director of Engineering for Super Stud Building Products, Inc., where he oversees product development, testing, engineering, and technical services. Having worked in the cold-formed steel industry since 1990, Don served as a CFS specialty engineer, Engineer-of-Record, and industry representative before his current position with a stud manufacturer. He concurrently served for more than nine years as Technical Director for three associations in the cold-formed steel industry ─ the Steel Stud Manufacturers Association (SSMA), the Steel Framing Alliance (SFA), and the Cold-Formed Steel Engineers Institute (CFSEI). He chairs the Education Subcommittee of the American Iron and Steel Institute’s Committee on Framing Standards and Committee on Specifications, and was the recipient of the 2013 CFSEI Distinguished Service Award. He has given presentations on CFS in China, Colombia, Egypt, Hawaii, and South Africa, and has been involved in design projects in North America, Africa, and Europe.

In order to receive credit for this course, you must complete the quiz at the end and pass with at least 80% for a certificate to be generated automatically

Continuing Education Credits Available – 1.5 PDH Credits

The webinar will focus on wind provisions of ASCE 7/ IBC (International Building Code) that are frequently misunderstood or incorrectly applied with a particular emphasis on cold-formed steel structures, including building enclosure classification, torsional wind design, wind load analysis methods, canopies, rooftop screen walls, and effective wind area. It will also focus on ASCE 7-16 changes and explore the future of wind design.

Presenter: Emily Guglielmo, P.E., S.E., F.SEI, Martin/Martin

Emily Guglielmo, P.E., S.E., F.SEI, a Principal with Martin/Martin, will conduct the webinar. With more than 15 years of structural engineering experience, Emily began her career in the Denver, Colorado office of Martin/Martin and now manages the firm’s San Francisco Bay area office. She is President of the National Council of Structural Engineers Associations (NCSEA) and President of the Structural Engineers Association of Northern California (SEAONC). She is also the Chair of the NCSEA Wind Engineering Committee and Vice Chair of the ASCE 7 Seismic Subcommittee. She serves as a voting member on the ASCE 7 Wind, Seismic, and Main Committees. Emily has presented more than 100 lectures on seismic, wind, and building code provisions both nationally and internationally. She has received several awards, including SEI Fellow and the Susan M. Frey NCSEA Educator Award for effective instruction for practicing structural engineers. Emily earned her bachelor’s degree in Civil Engineering from UCLA and her master’s degree in Structural Engineering from UC Berkeley.

In order to receive credit for this course, you must complete the quiz at the end and pass with at least 80% for a certificate to be generated automatically